Solve the following problems showing your complete solutions. Draw the figure completely labelled with all the notations used in your solution. 1. Given in the table below is the technical descriptions of a transit-tape survey of a closed traverse. Determine the latitude and departure of each course, linear error of closure, bearing of the line of error, and the precision of measurements. LINE DISTANCE (m) AZIMUTH FROM SOUTH 1 –2 445.66 6035’ 2 –3 326.73 162012’ 3 –4 434.50 109001’ 4 –5 427.00 239033’ 5 –1 301.95 320042’
Solve the following problems showing your complete solutions. Draw the figure completely labelled with all the notations used in your solution. 1. Given in the table below is the technical descriptions of a transit-tape survey of a closed traverse. Determine the latitude and departure of each course, linear error of closure, bearing of the line of error, and the precision of measurements. LINE DISTANCE (m) AZIMUTH FROM SOUTH 1 –2 445.66 6035’ 2 –3 326.73 162012’ 3 –4 434.50 109001’ 4 –5 427.00 239033’ 5 –1 301.95 320042’
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Solve the following problems showing your complete solutions. Draw the figure completely labelled with all the notations used in your solution.
1. Given in the table below is the technical descriptions of a transit-tape
LINE | DISTANCE (m) | AZIMUTH FROM SOUTH |
1 –2 | 445.66 | 6035’ |
2 –3 | 326.73 | 162012’ |
3 –4 | 434.50 | 109001’ |
4 –5 | 427.00 | 239033’ |
5 –1 | 301.95 | 320042’ |
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